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Chairperson Nixt requested clarification that a drain field could be sited with at least one <br />alternate. This would be known before a building permit is issued, with the PUD <br />approved contingent upon resolution of the drain field or on -site sanitary system. <br />City Engineer Jankowski replied this could be done by the Planning Commission. There <br />would be substantial rights to the applicant once there is Council approval. <br />Chairperson Nixt indicated the overall site plan will not change substantially as a result of <br />the findings that may be obtained from additional soils testing. <br />Mr. Walz stated they have been given the requirement to do additional testing to dig one <br />8 -foot test pit for every 10,000 square feet of septic system. The proposed septic system <br />is only 2,400 square feet; the total square footage would be less than 10,000 square feet, <br />so essentially they only need do to one test. He stated they have done eight test pits <br />throughout the two different properties to determine the best site for the septic system. <br />Chi a riNliiit askedr i tie . _dne .t g e r =zeertr <br />subeantractor who was approved to make the soil assessments. <br />Chairperson Nixt aske is <br />engineer. <br />Cit:Engineer Jankowski replied this is the report he has <br />°rings was submitted w the certi <br />Mr :,'Walz replied he had received notification on Wednesday evening that they need 4 a <br />report submitted thin 7 hours He cont acted a licensed so scientist " s vidual, <br />• the septic designer and himself conducted thetest a team w a vackho <br />relayed to the Commission. <br />requirements of the Engineerg <br />c system.: <br />the results of the soil test; there <br />Commissioner Van Scoy asked if the report meets the <br />Department to make a�` determination° regarding the-septi <br />City Engineer Jankowski explained the report includes <br />are no septic designs attached to the report. <br />Associate Planner Dalnes indicated the report states that the e results are <br />not inconclusive y and <br />that more testing needs to be done for verification. The report <br />assertion that this soil will 100% support a septic system; the report calls for more testing. <br />Chairperson Nixt noted if the soil is not acceptable for a conventional system there are <br />other types of system designs, but they would drive the cost up considerably. <br />Mr. Vick Havanaugh, Septic System Designer, stated he chose the test pit areas and met <br />Mr. Walz and the soil scientist. He and the soil scientist went out and analyzed the soil. <br />One of the pits they chose was almost down off the property where there is a big berm. <br />They did not know if that area was disturbed, but did not want to go out in the middle of <br />the drain field they were considering and disturb it. They did two more borings on the <br />d <br />• <br />